Technical Papers
May 10, 2017

Along-Wind Response of High-Rise Buildings Subjected to Hurricane Boundary Layer Winds

Publication: Journal of Structural Engineering
Volume 143, Issue 9

Abstract

Recent studies show that characteristics of hurricane surface winds are different from those of nonhurricane surface winds. The characteristics relevant to analyzing high-rise buildings include mean wind speed profile, turbulence intensity, and turbulence spectrum. The objective of this study is to quantify how these differences influence along-wind response of high-rise buildings in an open terrain. After summarizing recent findings in hurricane boundary layer winds, the characteristics of high-rise buildings in terms of natural frequency and dimension aspect ratio were discussed and the role of aerodynamic admittance in unsteady analysis of high-rise buildings were investigated. To illustrate the discussion, three different sample high-rise buildings with various characteristics were chosen for unsteady analysis of the along-wind effects of hurricanes. The results showed that for very-high-rise buildings, hurricane winds caused higher along-wind forces and responses compared with regular boundary layer high winds. This difference between hurricane winds and regular boundary layer winds decreased for lower heights and higher natural frequencies. Results for regular boundary layer high winds were well matched with high-frequency force balance (HFFB) measurements; however, for hurricane winds, root-mean-square base moments were higher than those from HFFB measurements.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The research reported here is supported in part by the National Science Foundation CMMI Grant No. 1252736. Any opinions, findings, and conclusions expressed in this paper are those of the authors and do not necessarily reflect the views of the sponsor.

References

AIJ (Architectural Institute of Japan). (1996). “Recommendations for loads on buildings.” Tokyo.
Amirinia, G., and Jung, S. (2016). “Time domain analysis of unsteady aerodynamic forces on a parked wind turbine tower subjected to high winds.” 8th Int. Colloquium on Bluff Body Aerodynamics and Applications, International Association for Wind Engineering, Tokyo.
Amirinia, G., Jung, S., and Alduse, B. P. (2015). “Effect of different hurricane spectrums on wind turbine loads and responses.” AWEA Wind Power Conf., American Wind Energy Association, Washington, DC.
ASCE. (2010). “Minimum design loads for buildings and other structures.”, Reston, VA.
Australian Standard. (1989). “SAA loading code, Part 2: Wind loads.” AS1170.2, North Sydney, NSW, Australia.
Balderrama, J., et al. (2011). “The Florida coastal monitoring program (FCMP): A review.” J. Wind Eng. Ind. Aerodyn., 99(9), 979–995.
Bernardini, E., Spence, S. M., Kwon, D.-K., and Kareem, A. (2014). “Performance-based design of high-rise buildings for occupant comfort.” J. Struct. Eng., 04014244.
Caracoglia, L., and Jones, N. P. (2009). “Analysis of full-scale wind and pressure measurements on a low-rise building.” J. Wind Eng. Ind. Aerodyn., 97(5), 157–173.
Chen, X. (2008). “Analysis of alongwind tall building response to transient nonstationary winds.” J. Struct. Eng., 782–791.
Chen, X., and Kareem, A. (2002). “Advances in modeling of aerodynamic forces on bridge decks.” J. Eng. Mech., 1193–1205.
Chen, X., Matsumoto, M., and Kareem, A. (2000). “Time domain flutter and buffeting response analysis of bridges.” J. Eng. Mech., 7–16.
Chopra, A. K. (1995). Dynamics of structures, Prentice Hall, Englewood Cliffs, NJ.
Clobes, M., and Peil, U. (2011). “Unsteady buffeting wind loads in the time domain and their effect on the life-cycle prediction of guyed masts.” Struct. Infrastruct. Eng., 7(1–2), 187–196.
Costa, C. (2007). “Aerodynamic admittance functions and buffeting forces for bridges via indicial functions.” J. Fluids Struct., 23(3), 413–428.
Davenport, A. (1977). “The prediction of the response of structures to gusty wind.” Saf. Struct. Under Dyn. Loading, 1, 257–284.
Davenport, A. G. (1961). “The spectrum of horizontal gustiness near the ground in high winds.” Q. J. R. Meteorolog. Soc., 87(372), 194–211.
Divel, L., Butler, K., and Kareem, A. (2010). “Numerical simulation of flow and pressure fields in urban settings: Examining the sources of glass damage during Hurricane Ike.” Proc., Fifth Int. Symp. on Computational Wind Engineering, International Association for Wind Engineering, Tokyo.
Fairall, C. W., Bradley, E. F., Rogers, D. P., Edson, J. B., and Young, G. S. (1996). “Bulk parameterization of air-sea fluxes for tropical ocean-global atmosphere coupled-ocean atmosphere response experiment.” J. Geophys. Res., 101(C2), 3747–3764.
Fiedler, F., and Panofsky, H. A. (1970). “Atmospheric scales and spectral gaps.” Bull. Am. Meteorol. Soc., 51(12), 1114–1120.
Goel, R. K., and Chopra, A. K. (1997). “Period formulas for moment-resisting frame buildings.” J. Struct. Eng., 1454–1461.
Harris, R. (1971). “The nature of the wind.” Proc., Seminar on the Modern Design of Wind Sensitive Structures, Institution of Civil Engineers, London, 29–55.
Holland, G. J. (1980). “An analytic model of the wind and pressure profiles in hurricanes.” Mon. Weather Rev., 108(8), 1212–1218.
Irwin, P. A. (2009). “Wind engineering challenges of the new generation of super-tall buildings.” J. Wind Eng. Ind. Aerodyn., 97(7), 328–334.
Jonkman, B. J. (2009). TurbSim user’s guide: Version 1.50, National Renewable Energy Laboratory, Golden, CO.
Jung, S., and Masters, F. (2013). “Characterization of open and suburban boundary layer wind turbulence in 2008 Hurricane Ike.” Wind Struct., 17(2), 135–162.
Kaimal, J., Wyngaard, J., Izumi, Y., and Coté, O. (1972). “Spectral characteristics of surface-layer turbulence.” Q. J. R. Meteorolog. Soc., 98(417), 563–589.
Kamal, L., and Jafri, Y. Z. (1997). “Time series models to simulate and forecast hourly averaged wind speed in Quetta, Pakistan.” Solar Energy, 61(1), 23–32.
Kwon, D. K., Spence, S. M., and Kareem, A. (2014). “Performance evaluation of database-enabled design frameworks for the preliminary design of tall buildings.” J. Struct. Eng., 04014242.
Kwon, D.-K., Kijewski-Correa, T., and Kareem, A. (2008). “E-analysis of high-rise buildings subjected to wind loads.” J. Struct. Eng., 1139–1153.
Lazzari, M. (2005). “Time domain modelling of aeroelastic bridge decks: A comparative study and an application.” Int. J. Numer. Methods Eng., 62(8), 1064–1104.
Li, L., Xiao, Y., Kareem, A., Song, L., and Qin, P. (2012). “Modeling typhoon wind power spectra near sea surface based on measurements in the South China sea.” J. Wind Eng. Ind. Aerodyn., 104, 565–576.
Li, Q., and Wu, J. (2007). “Time-frequency analysis of typhoon effects on a 79-storey tall building.” J. Wind Eng. Ind. Aerodyn., 95(12), 1648–1666.
Li, Q., Xiao, Y., Wu, J., Fu, J., and Li, Z. (2008). “Typhoon effects on super-tall buildings.” J. Sound Vib., 313(3), 581–602.
Lumley, J. L., and Panofsky, H. A. (1964). The structure of atmospheric turbulence, Wiley, New York.
NRCC (National Research Council of Canada). (1995). ‘‘Commentary B—Wind loads.’’, Canadian Commission on Building and Fire Codes, Ottawa, 9–42.
Powell, M. D., Houston, S. H., and Reinhold, T. A. (1996). “Hurricane Andrew’s landfall in south Florida. Part I: Standardizing measurements for documentation of surface wind fields.” Weather Forecasting, 11(3), 304–328.
Powell, M. D., Vickery, P. J., and Reinhold, T. A. (2003). “Reduced drag coefficient for high wind speeds in tropical cyclones.” Nature, 422(6929), 279–283.
Schroeder, J. L., and Smith, D. A. (2003). “Hurricane Bonnie wind flow characteristics as determined from WEMITE.” J. Wind Eng. Ind. Aerodyn., 91(6), 767–789.
Schulman, L. L., and DesAutels, C. G. (2013). “Computational fluid dynamics simulations to predict wind-induced damage to a steel building during Hurricane Katrina.” Forensic Engineering, ASCE, Reston, VA, 793–800.
Singer, I., Busch, N., and Frizzola, J. (1968). “The micrometeorology of the turbulent flow field in the atmospheric boundary surface layer.” Proc., Int. Research Seminar on Wind Effects on Buildings and Structures, University of Toronto Press, Ottawa, 557–594.
Solari, G. (1987). “Turbulence modeling for gust loading.” J. Struct. Eng., 1550–1569.
Strømmen, E. (2010). Theory of bridge aerodynamics, Springer Science & Business Media, Netherlands.
Teunissen, H. (1970). “Characteristics of the mean wind and turbulence in the planetary boundary layer.”, Univ. of Toronto, Toronto.
Tieleman, H. W. (1995). “Universality of velocity spectra.” J. Wind Eng. Ind. Aerodyn., 56(1), 55–69.
Torres, J. L., Garcia, A., De Blas, M., and De Francisco, A. (2005). “Forecast of hourly average wind speed with ARMA models in Navarre (Spain).” Solar Energy, 79(1), 65–77.
Tschanz, T., and Davenport, A. (1983). “The base balance technique for the determination of dynamic wind loads.” J. Wind Eng. Ind. Aerodyn., 13(1), 429–439.
Tsukagoshi, H., Tamura, Y., Sasaki, A., and Kanai, H. (1993). “Response analyses on along-wind and across-wind vibrations of tall buildings in time domain.” J. Wind Eng. Ind. Aerodyn., 46, 497–506.
TurbSim [Computer software]. National Renewable Energy Laboratory, Washington, DC.
Vickery, B. J. (1970). “On the reliability of gust loading factors.” Proc., Technical Meeting Concerning Wind Loads on Buildings and Structures, Building Science Series, Silver Spring, MD, 296–312.
Vickery, P. J., Wadhera, D., Powell, M. D., and Chen, Y. (2009). “A hurricane boundary layer and wind field model for use in engineering applications.” J. Appl. Meteorol. Climatol., 48(2), 381–405.
von Kármán, T. (1948). “Progress in the statistical theory of turbulence.” PNAS, 34(11), 530–539.
Wiernga, J. (1993). “Representative roughness parameters for homogeneous terrain.” Boundary Layer Meteorol., 63(4), 323–363.
Yu, B., Chowdhury, A. G., and Masters, F. J. (2008). “Hurricane wind power spectra, cospectra, and integral length scales.” Boundary Layer Meteorol., 129(3), 411–430.
Zhou, Y., and Kareem, A. (2001). “Gust loading factor: New model.” J. Struct. Eng., 168–175.
Zhou, Y., and Kareem, A. (2002). “On the aerodynamic admittance functions of tall buildings.”, Univ. of Notre Dame, Notre Dame, IN.
Zhou, Y., Kijewski, T., and Kareem, A. (2002). “Along-wind load effects on tall buildings: Comparative study of major international codes and standards.” J. Struct. Eng., 788–796.
Zhou, Y., Kijewski, T., and Kareem, A. (2003). “Aerodynamic loads on tall buildings: Interactive database.” J. Struct. Eng., 394–404.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 143Issue 9September 2017

History

Received: Mar 30, 2016
Accepted: Feb 12, 2017
Published online: May 10, 2017
Published in print: Sep 1, 2017
Discussion open until: Oct 10, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Gholamreza Amirinia, S.M.ASCE
Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Florida A&M Univ.–Florida State Univ. College of Engineering, Tallahassee, FL 32310.
Sungmoon Jung, M.ASCE [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Florida A&M Univ.–Florida State Univ. College of Engineering, Tallahassee, FL 32310 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share